Use of Industrial Waste Slag in Alkali-Activated Slag Ceramsite Concrete Hollow Blocks

被引:8
|
作者
Jiao, Zhenzhen [1 ,2 ,3 ]
Wang, Ying [1 ,2 ,3 ]
Zheng, Wenzhong [1 ,2 ,3 ]
Huang, Wenxuan [1 ,2 ,3 ]
Zhou, Xianyu [1 ,2 ,3 ]
机构
[1] Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Heilongjiang, Peoples R China
[2] Harbin Inst Technol, Minist Educ, Key Lab Struct Dynam Behav & Control, Harbin 150090, Heilongjiang, Peoples R China
[3] Harbin Inst Technol, Minist Ind & Informat Technol, Key Lab Smart Prevent & Mitigat Civil Engn Disast, Harbin 150090, Heilongjiang, Peoples R China
来源
APPLIED SCIENCES-BASEL | 2018年 / 8卷 / 12期
基金
中国国家自然科学基金;
关键词
alkali-activated slag concrete; hollow concrete block; compressive strength; concrete mix ratios; drying shrinkage; BLAST-FURNACE SLAG; DRYING SHRINKAGE; ENGINEERING PROPERTIES; FLY-ASH; COMPRESSIVE STRENGTH; SODIUM-SILICATE; HYDRATION; PREDICTION; DOSAGE; PARAMETERS;
D O I
10.3390/app8122358
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
In this paper, a parametric experimental study developing the alkali-activated slag concrete hollow block (AASCHB) is discussed. Fourteen trial mixes of alkali-activated slag concrete containing pottery sand and ceramsite with different water-to-slag ratios, sand ratios, silicate moduli, and Na2O contents were evaluated to determine the optimal mix for high compressive strength and low drying shrinkage. All four factors evaluated were found to be significant for the desired properties. A series of 390 x 190 x 190 mm(3) AASCHBs were prepared using the optimal mix with a water-to-slag ratio of 0.35, sand ratio of 0.64, silicate modulus of 1.2, and Na2O content of 8%. The compressive strength, flexural strength, water absorption, and moisture content tests of these blocks indicate that the resulting AASCHB can be classified under the strength grade of MU15 as a load-bearing hollow concrete block. The proposed AASCHBs appear to provide a viable solution to the environmental problems of industrial waste and cement production emissions, leading to more sustainable buildings without compromising structural performance.
引用
收藏
页数:16
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